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HomeMy WebLinkAbout41246-Z �ufFQ ��rr Town of Southold 8/9/2017 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39117 Date: 8/9/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 900 Theresa Dr., Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-13-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/13/2016 pursuant to which Building Permit No. 41246 dated 12/27/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING SCREENED PORCH AND DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Demchak-Connell,Amy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41246 07-11-2017 PLUMBERS CERTIFICATION DATED u 0 d Signature �oF�tkco .- TOWN OF SOUTHOLD �o BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE • ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41246 Date: 12/27/2016 Permission is hereby granted to: ' Demchak-Connell, Amy 900 Theresa Dr Mattituck, NY 11952 To: construct additions and alterations to,existing single-family dwelling as applied for. At premises located at: 900 Theresa Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 115.-13-17 Pursuant to application dated 12/13/2016 and approved by the Building Inspector. To expire on 6/28/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $587.20 CO -ADDITION TO DWELLING $50.00 Total: $637.20 nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of l%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. eC New Construction: Old or Pre-existing Building: (check one) Location of Property: 9 r)C) ' Y 1Y rec"o— —Dr, Ize, . h4u House No. Street Hamlet Owner or Owners of Property: YYIC�� C() V_) ( R 1 Suffolk County Tax Map No 1000, Section 1 Block ?j Lot 1-7 Subdivision II ff Filed Map. Lot: Permit No. '7 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporaf<ertrti�cate Final Certificate: �,/ (check one) Fee Submitted: $ Appli nt Signature pF SO!/�g®l Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 �Qly® OA�o BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Demchak-Connell Address: 900 Theresa Drive city Mattituck st: New York zip: 11952 Building Permit#: 41246 Section: 115 Block: 13 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Primary Electrical License No: 58071-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: Living Room, Screen Porch Extension Notes: 1- Paddle Fan, 3-ARC Fault Circuit Breakers. Inspector Signature: Date: July 11, 2017 0-Cert Electrical Compliance Form.xls ti0 lQ ® O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION /] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) o�/ REMARKS. dV 04< rJ -rD lS �,eALAKAJ _ 0K DATE INSPECTOR so hod olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLE�G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL,(FINAtf REMARKS: Foym 14-1 ..-,, 1 (Vv DATE 2J INSPECTOR �y �pF so �o� olo ��y�OUNiV,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [Vj/FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: - I ' ril tolz to, DATE SS INSPECTOR . pE SOUTyolo v �yCvuo 9 TOWN OF SOUTHOLD "BUILDING DEPT. 765-1802 - INSPECTION - FOUNDATION NSPECTIONFOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ' [ ] ELECTRICAL-(FINAL) REMARKS: DATE INSPECTOR j-t►v�� �o��OF SOblyolo #c #c �ycoum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] DOUGH PLEIG. [ ] OUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) REMARKS: f,6"q b DATE INSPECTOR VZ4N 64, l pF SOUlyO� 1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR r OF SO(/lyo �'�OOUMV 0� TOWN OF SOUTHOLDD-BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) KS: i cry C4 IWAVA4., Vw �,�x DATE INSPECTOR Y OF SOUlyol � o N O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULAT ON [ ] FRAMING /STRAPPING [ FINAL l� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: CKVI c VI--.% /U DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS iw •I-fov e Y1/Q KvlrrwYYclt.� FOUNDATION(1ST) 19 r I ------------------------------------ l fb✓�� Air FOUNDATION (2ND) � O z Q Q1 O c� ROUGH FRAMING& t PLUMBING y ✓1 'o r✓ 044 r r� INSULATION PER N.Y. STATE ENERGY CODE i 608, I • FINAL dz ADDITIONAL COMMENTS -ate-e� 0 9t448 4k %7 '�3pk qt (p - 03-2I -•rl rem * Hj2y & �o r 7 C Z m N� - O Z y d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health 4 1.4 SOUTHOLD,NY 11971 4 sets of Building Plans Ye-f TEL: (631) 765-1802 Planning Board approval !' FAX: (631)765-9502 Survey "es SoutholdTown.NorthFork.net PERMIT NO. Check Ve.1 Septic Form /1 q N.Y.S.D.E.C. 111,4 Trustees D D C.O.Application Flood Permit -714 Examined ,20 Single&Separate n DEC 13 2016 Storm-Water Assessment Formes es Contact: Approved 1 ,220 13UMDING DEPT. Mail to: AAt be.AeA4- G,7he-11 Disapproved a/c TOWN OF SOUTHOLD Phone: 631 Z yy 7a 9G Expiration 20 e1 4 1031--�S"3 y B ding nspec APPLICATION FOR BUILDING PERMIT Date b z e e^4kt- /0 ,20 160 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (SigAature of applicant or name,if a corporation) 90(� -tb.n re Sc r- 66ao- +�-k nr v (1 9�� (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 00V)e- Name of owner of premises 14AH tWA1%c4f_C— Ci.Ihe 1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. a? JJ 90 14 Plumbers License No. J6 76/'-iP Electricians License No. 3P2V-A r Other Trade's License No. 1. Location of land on which proposed work will be done: 700 -rhe-,-e.f L- )Se- House Number Street Hamlet County Tax Map No. 1000 Section J Block, ) _ Lot 17 Subdivision N�-p AL Cf cg-L Cf-Lka Filed Map No. Lot , ? 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S'r/t!A I e- 4-In ;IL-c reed' S*v r!j b. Intended use and occupancy Si'n q LeT*Ae-tn� I- J4 r v 3. Nature of work(check which applicable):New Buitding ,p,.m z —Additipn Alteration Repair Removal Demol"tign Yrs ! �;i .:OtherlWork t i 1,, I (Description) 4. Estimated Cost //L 6 00, °� `` Fee ,)$�. r��`` i T J10 (To be paid on filing this application) 5. If dwelling,number of dwelling units ,3 Number of dwelling units on each floor ]�*F-to.?r- 3 If garage, number of cars 'T(T�Jf V j�0* 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front (,�J �� Rear �( J Depth Height a 1 '0 Number of Stories 1 Dimensions of same structure with alterations or additions: Front (e/ Rear c Depth s"6 ' D '' Height Z/° o " Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front f a2 ' Rear I I 0 ` Depth f �a 10. Date of Purchase 7 l 11 h0 a'1 Name of Former Owner C; e tVP 4, 1b tq 11.Zone or use district in which premises are situated 6Z - y0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO-2L 13. Will lot be re-graded?YES NO_Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Ay t�JC.. Cmd(Address a0 -dle_ra& Jr, Phone No. e 8 G Name of Architect,44/111 4/111 ✓pJn,c 1t Addressiz Y .So,-A 1 �� Phone No 7i b Sa Name of Contractor fir'F AAe 1:!�, o J� � Address�7 C ,,AJC Ae Phone No. 3� S-71 --C97A1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO _ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO (� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Q e-Y\�A C -CVnC-Y�C-k-- (-,--V-'n e-( y being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 1-t e O CLD(n e - (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day 20 Marlene L. Gut (votary Public - State of NewN,prk-„�­ �, NP_„ c - Gy� Notary Public Registration No: 01GU6246473 Signature of Applicant Qualified in Suffolk County Commission Expires 08/08/20.l Scott A. Russell ��°suFFQ4 STOIRLA�1[WATIE]k SUPERVISOR MANAGEMENT SOUTHOLDTOWN HALL-P.O.'Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 � y�' Town of'Southold CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) �3F_..W._- D3®ES NTT31S-PROJECT INV0LiTE ANYY OF—THE FOLLOWFLiCk Yes NO (CHECK ALL THAT APPLY) i� ❑IA. Clearing,grubbing, grading or stripping of land which affects more 'ithan 5,000 square feet of ground surface. Fi®® B. Excavation or filling involving more than 200 cubic yards of material # within any parcel or any contiguous area. �I®® C; Site preparation on slopes which exceed 10 feet vertical rise to II 100 feet of horizontal distance. { ®[d D. Site preparation within 100 feet of wetlands, beach, bluff or coastal t; erosion hazard area. 0[9 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. € i® F. Installation of new or resurfaced impervious surfaces of 1,000 square €i feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes t! in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature;Contact Information,Date&County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department whE your Building Permit Application. .����.:_�=-�:,---�'�_"'_,�:� S.C.T.M. �• 1000 Date i�APPLICANT'•tProperty\Omner,r,resign P`rofe»wn/a'l,,Agent;ContraM-as-,Ot�h-ez) Dbtnct y {y y t NAA�E. �y !EL'11Jq.`— Wil��/I( 1�� l3 1/ { »m 111111 Section Block Lot l `" *FOR BUILDING PkPARTIMENT USE ONLY f Contact Womatkn � 79 v 7,296 �p J q 9 t Reviewed By. t ���-- - - - - - - - - - - - - - - - - ;� ,��_ _ _ Date 12_-13_?_-D_l�_' Property Address 1 Location of Construction Work: t{ Approved for placessing Butlding Permn. A. �lP� { - - Stormwater Management Control Plan,Not Required. �l4-I►11�C ✓1>7 • !�/ `2 ® Stormwater Management Control'Ptan is Required. (Forward to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 i - 'Af SO�lyo! , � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N m�ax{631)765 5Qp22 P.O.Box 1179 G Q Lggenrichert(C�IOwn.sOut9Old.ny.us Southold,NY 1197I-0959 Q �O ly�4UPIT`I,�� - f BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 1 REQUESTED BY- C' --s Sc kueFre I-- Date: Company Name: I C ifciriactl so(viI6VIS Name: C' hr sc I 'C"e_ e_r - ;. License No.: 59o7 ( — ME Address: �� 6ox 3 1,1 S h ct v-0VNV O alb'O Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: beV„CIv,CkK - Con1XeAmi/ *Address: 900 l 1-)E! r-e S c-( Qr V-V\ i v c *Cross Street: n S uFFo(K k,i - *Phone No.: (0'-%( 0 S(�(o 46 Permit No.: t{ J W q'I Tax Map District: 1000 Section: I I Block: -1� Lot: I q *BRIEF DESCRIPTION OF WORK(Please Print Clearly) E �) 191 r � CSV= rye t.�.� { (Please Circle All That Apply) *Is job ready for inspection: YES NO =offgh Final *Do-you need a Temp Certificate: YES! NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION O 82-Request for Inspection Form GSL load - /I.5'_ 3 7 TOWN OF SOUTHOLD- ,PROPERT-Y '..R RD CARD OWNER STREET ` VILLAGE IST. SUB. LOT t_ RMERIWNER- N E R�f A/(-�QCO +-(1 5�gy.q ")-r, 0 O-Z -Y)s a S W TYPE OF BUILDING: RESSEAS. VL. i FARM:�' COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS ®� d a o d ..2' r * 11 - erg. RQ ® a) 07 AGE BUILDING CQNDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD Total DOCK IN- ' N ,t EE■■E■ ■■■f��eo■ri vS■■M■■EM■■ �, i i —�-�— �a ■■■■■■■ MEMINUMM■■NIMM■EMM■M■■ ■■■■!�■�..� !!!��!!1■■■ Ili■■■■■■■■ ■■■MMS® ®®!®®!!!�l�I■■■■■■■■ ■ ,r .`... - ■MEMO!■ MMMMM■MEMMMMMMMMM■ M MMMM:Y ■■■ MMMMMHMMMMMMMMMMMMMM MMM■ MMMMMMMMMff1MMMMMM■MMM MMMMMMEMMUSEMEMMMMMMMMM MMMMMMMMME®M©MMMEMMMM■■■MM■ MMEM■■■ M■■■MM■■M■MMMMMMMM■M MMMMMMMMM ■MMM Interior_TFoundationExt. all Fire Place .- Roof Rooms Ist Fl.. /Recreation Roorri Rooms 2nd Flo* s ' 1 Driveway t n a ,j. i SURVEY OF PROPERTY AT MATTITUCK T AWN OF SO UTOLD LOT 18 ,? i SUFFOLK COUNTY, N. Y, LOT ® I 1000-115-13-17 S8719'25"E vim DECEMBER SCALE: 1' 30' DECEMBER 1, 2016 WALL. 0,2mx '� 7N CHAIN LINK FENCE ALONG G1.F STOCKADE Y"""" C1�F __ w O.ck DECEMBER 1, 2016 (PROP. ADD/170N) 12-o1-zoi°s TIABFR L2 EL ib b' WALL O.b PIPE O.M. `. in TIMXR cUR6 EL.18.6 IDW O 779' 6.0 26.0' j8(EL.18.8' O O 38(EL 14.6' �2ZZI a� roP s-rY � GARAGE ----------- r io ITION n FY.Mjgyo ASPHALT ------------------- M >-: N DRIVEWAY 6N Fit.rnousE LOT ', s.o. kn W o 4.r 19.4' W w ►y LOT O 20.0 z� � EXISTINGTGONGRETERrAATV� - 12.1 43.T 3� W W w _z FK EL.44.4' 4 O �( N /� v wA7El2 04 � 8.0 36 3' `V SLI v _ c PROPOSED RAIN RUNOFF CONTAINMENT ON! T WA5TE EL nr y GATrL-IPE OUTLET x MINM PKOP05ED ADDTION + POKGH • 776 5Q.FT. °�-5 0.8 T�Mk E7 18.4' 3 CHAIN LINK f'0.eh'. 776X1XO.17.132 GU.FT. U1F TIS EC*E 132/42.2 • 3.1 V.F. 1 l PROVIDE 1 DKYWELL 804' DEEP k O/Ls. 0./K I PLANTINGS OR EQUAL 11 1 589'31'54"W i 182.28' I T LOT 16 o SOP NepV I `o SPIKE jISA 10 ■ s MONUMENT „ T" p 51 0 • SPOT ELEVATION � ` '' `' 7'� �a- , :SII � 3 @J LOT NUMBERS REFER, TO "MAP OF FOR DEEP HOLE CREEK ESTA7ES" FILED /N 7HE SUFFOLK COUNTY CLERK'S OFF/CE ON JANUARY 28, 1966 AS FILE NO.4256 N. Y.S. LIC. NO. 49618 gANY AL7ERA170N OR ADD1770N TO THIS SURVEY IS A V10LA770N PECONIC SUR1/ MORS, P.C. OF SECTION 72090F THE NEW YORK STA71= EDUCA77ON LAW. I (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CER77FICA71ONS909 HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY /F AREA=19,110 S ft. P.O. BOX EL ER STREET SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR qi 1230 TRAVELER 16-105 SOUTNOLD Y.N. 11971 REScheck Software Version 4.6.3 C�J( Compliance Certificate [ECRUVRD DEC 2 7 2016 Project Connell Residence BUILDINGDM. TOWN OF SOUTHOLD Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Unspecified Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 900 Thersea Drive G.F. Home Imporvement Mattituck, NY trade-offCompliance- Passes Using UA Compliance. 5.6%Better Than Code Maximum UA: 162 Your UA- 153 Maximum SHGC. 0.40 Your SHGC• 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 528 21.0 0.0 0.044 23 Wall 1: Wood Frame, 16" o.c. 864 19.0 0.0 0.060 41 Orientation: Unspecified Window 1: Wood Frame:Double Pane with Low-E 185 0.270 50 SHGC: 0.32 Orientation: Unspecified Crawl 1: Solid Concrete or Masonry 428 0.0 10.0 0.077 21 Wall height: 4.0' Depth below grade: 3.5' Insulation depth: 4.0' — - Ceiling 1: Cathedral Ceiling 520 30.0 0.0 0.034 18 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has en designed to meet the 2015 IECC requirements in RESchec.k Version 4.6.3 and to comply with the mandatory requirements lis t ch ck Inspection Checklist. Name-Title Signature Date Project Title: Connell Residence Report date: 12/20/16 Data filename: \\AVOLOSIK07\Users\avolosik\Dropbox\!INBOX\Connell.rck Page 1 of 1 . i r ABBREVIATIONS NAILING SCHEDULE @ AT MIN. MINIMUM ADAM C. VOLOSIK ARCHITECT ACOUST. ACOUSTICAL MISC. MISCELLANEOUS A.D. AREA DRAIN MTD. MOUNTED Joint Description Nail Sizes Nail Spacing 528 ADJUS. ADJUSTABLE MTL. METAL out Harbor Road Southold,NY 11971 631.806.2537 A.F.F. ABOVE FINISHED FLOOR # MATERIAL ROOF FRAMING ALUM. ALUMINUM N.A. NUMBER APPROX. APPROXIMATE N.I.C. NOT APPLICABLE Rafter to Top Plate (Toe—nailed) 3 — 8d per rafter AAPRROAS NOTED Ceiling Joist to Top Plate (Toe—nailed) 3 — 8d per joist ARCH. ARCHITECT,ARCHITECTURAL NO. NOT IN CONTRACT Ceiling Joist to Parallel Rafter (Face—nailed) 3 — 16d each lap DATEB.P. r r,lr 1 -- •- -BLDG. BUILDING N.T.S. NUMBER Ceiling Joist Laps over Partitions (Face—nailed) 4 — 16d each lap FEE: Y: , ?� r�►�r�'t.xy BLK. BLOCK O.C. NOT TO SCALE Collar Tie to Rafter (Face—nailed) 2 — 8d per fie / Blocking to Rafter (Toe—nailed) 2 8d each end NOTIFY BUILDING DEPART AT t 1 ^rl-� 1 rp BLKG. BLOCKING O.D. ON CENTER /5� t�{�� i F V T 0 4 : FOR THE BM. BEAM O.H. OUTSIDE DIAMETER Rim Board to Rafter (End—nailed) 2 — 16d each end BOT. BOTTOM OPP. OPPOSITE HAND WALL FRAMING _ (� B.P. BUILDING PAPER PERIM. OPPOSITE �Fi7r7; ,,r, .' ._ OCCUPANC OP BSMT. BASEMENT PERP. PERIMETER Top Plate to Top Plate (Face—nailed) 2 — 16d 1 per foot 2. 5, �" 'pf, e P ( ) j 3. RQ*',!_'�'-.0+IN USE IS UNLAWF B'TWN. BETWEEN PG. PERPENDICULAR To Plates at Intersections Face—nailed 4 — 16d joints—each side Stud to Stud (Face—nailed) 2 — 16d 24 o.c. 4. FIINAL - CCtN_.;; V_,4 T 1 CL CENTERLINE PL. PAGE " SIMPSON LSTA — 20 GAGE RIDGE STRAP — ALL ROOF RAFTERS _. CAB. CABINET PLUMB. PLATE Header to Header (Face—nailed) 16d 16 o.c. along edges EE CON�LE;L =r-•^ �� � . WITHOUT CERT'• ALL CONST; UCTiOt•J SHALL MEE-i THE OF OCGJPANG`� CER. CERAMIC PLYWD. PLUMBING Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud REQL'IRDMIENTS OF THE ODES OF NEW 2 — 16d per 2x6 stud INSIBLE FOR CL. CLOSET PPLYWOOD YORK STATE. NOT RCS O CLG. CEILING P.S.F. PAIR 2 — 16d per 2x8 stud DESIGN OR CONSTRUCTION ERRORS. COL. COLUMN P.S.I. PER SQUARE FOOT CONC. CONCRETE P.T. POUNDS PER SQUARE INCH Bottom Plate to Floor Joisf,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1'2 per foot ICE SHIELD UNDERLAYMENT REQUIRED CONST. CONSTRUCTION PTD. PRESSURE TREATED CONT. CONTINUOUS P.V.C. PAINTED FLOOR FRAMING / COMPLY WITH ALL CODES OF I RfRCANE CLIP NEW YORK STATE & TOWN CODES CPT. CARPET QTY. POLYVINYL CHLORIDE Joist to Sill , Top Plate or Girder (Toe—nailed) 4 — 8d per joist �0�� TYP. CTR. CENTER R QUANTITY Bridging to Joist (Toe—nailed) 2 — 8d each end AS REQl11R D AND CONDITIONS OF C.V.G. CLEAR VERTICAL GRAIN R.D. RADIUS,RISER Blocking to Joist (Toe—nailed) 2 — 8d each end 1 Blocking to Sill or To Plate Toe—nailed 3 — 16d each block D. DRYER REFRIG. ROOF DRAIN g p ( ) ALTERNATE POSITION DIA. DIAMETER REINF. REFRIGERATOR Ledger Strip to Beam (Face—nailed) 3 — 16d each joist OF HURRICANE CLIP. SvU! ,t Joist on Ledger to Beam (Toe—nulled) 3 — 8d per joist DIM. DIMENSION REQ'D. REINFORCING Band Joist to Joist (End—nailed) 3 — 16d per joist USE SIMPSON H3 S �` 1 f r S DN. DOWN RF. REQUIRED Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d 1 per foot 5 D.S. DOWNSPOUT RM. ROOF DW DISHWASHER R.O. ROOM ROOF SHEATHING DWG. DRAWING SCHED. ROUGH OPENINGHE E.I.F.S. EXTERIOR INSULATED FINISH SYSTEM SECT. SCHEDULE Structural Panels Sd 4 0.c. perimeter zone SIMPSON H2 HURRICANE CLIP MST37 METAL ELECTRICAL other 6 o.c. edges ri NAILED FROM RAFTER TO STUD. ROVIDE 8d COMMON NAILS @ STRAP @JACK INSPECTION REQUIRED ELEC. ELECTRICAL SHT. SECTION panel 12" o.c. interior )f 6 of panel TYPICAL ALL RAFTERS. 5 8d 4 O.C. AT EXTERIOR EDGE OF POST W/(4) 8d ELEV, ELEVATION SIM. SHEET ( ) EQ. EQUAL SPEC. SIMILAR Diagonal Board Sheathing NAILS EACH END. ALL SHEATHING NAILS @ 48" EXIST. EXISTING SQ. SPECIFICATIONS 1„ x 6 or 1" x 8" 2 — 8d per support F.D. FLOOR DRAIN S.S. SQUARE 1 x 10 or wider 3 — 8d per support A TYP. TRUSS Pl.ACAR®I:VG REQUIRED FIN. FINISH STD. STAINLESS STEEL CEILING SHEATHING APA RATED PLYWOOD TP FLOUR. FLOURESCENT STL. STANDARD EXTEND TO TOP OF TOP PLATE FLR. FLOOR STOR. STEEL Gypsum Wallboard 5d 7" edge / 10" field i FLSG. FLASHING STRUG. STORAGE FOUN. FOUNDATION SUSP. STRUCTURAL WALL SHEATHING FT. FEET,FOOT SW. SUSPENDED Structural Panels 8d (see table 3.9) T SWITCH Fiberboard Panels STRAP TO STUD GA. GAUGE TEL, TREAD 7 / 16" 6d 3" edge / 6" field W/ (4) 8d NAILS GALV. GALVANIZED T&G TELEPHONE 25 / 32" 8d 3" edge / 6" field OP OF G.C. GENERAL CONTRACTOR T.O. TONGUE AND GROOVE SIMPSON MST27 1 1/2" WIDE G.W.B. GYPSUM WALL BOARD T.O.C. TOP OF WRAP' & NAIL STRAP FOUNDATION Gypsum Wallboard 5d 7" edge 10" field (4) 4d NAILS — 20 GAGE METAL STRAP @ 48" O.C. H.B. HOSE BIB T.O.S. TOP OF CONCRETE yp g / + 12" FROM EACH CORNER WRAP Hardboard Sd (see table 3.9) AROUND SILL PLATE 3 REVISED PERMIT SET 20 DECEMBER 2016 HDWR HARDWARE T.O.W. TOP OF STEEL Particleboard Panels Sd see table 3.9 AT ANCHOR BOLT AROUND SILL PLATE. ROVIDE (4) Sd ( ) 2 PERMIT SET 13 DECEMBER 2016 HEM. HEMLOCK TYP. TOP OF WALL Diagonal Board Sheathing NAILS INTO SILL PLATE. 1 PRICING SET 13 SEPTEMBER 2016 " N0. ISSUANCE DATE T.P. TYPICAL HORIZ. HORIZONTAL 1" x 6 Ylor 1 opx 8 2 — 8d per support H.M. HEAT MIRROR VERT. TOILET PAPER DISPENSER 1" x 10" or wider 3 — 8d per support AIL SHEATHING TO SILL PLATE FLOOR JOIST RELEASES H.V.A.C. HEATING VENTILATION&AIR CONDITIONI G W. VERTICAL 28 d NAILS @ 4" O.C. FLOOR SHEATHING , O I.D. INSIDE DIAMETER WI WASHER (2) # 5 REBAR D . . OD D: pp SEAL: X 6 SILL PLATE WITH ACQ pW.C. `IN. INCH,INCHES Structural Panels . . '.D.°.OO,OOpD..p°.O..DV.D.V.D':a..°P..>Dp.'DDD'ODp'.D.;O0pDaD�Op'D,O.'p...,.D,V.D,�.D...p.+D..',pD0O.•.'.°..D.p.O pD..:�D"0 D,::p:p..':D.p. . A t?OCO .INSUL. INSULATION,INSULATED WD. WATER CLOSET 1! or less ..% I" : ': /O` W.H. WOOD edge field INT. INTERIOR greater f / f AMINATED WIND. WATER HEATER SEE FOUNDATION DWG. (LAM. Diagonal Board Sheathing 5/8f X 12 A.B. @ 48 O.C. � , p ° . D D p ° V• D D D :D D .'° D ..d D O ° D :"D'° D °.D D < D .p p C p D' p a D DD, p p a° D o ° p D p DO W.W.M. WINDOW FOR DESIGNLAV. LAVATORY W/ FENDER WASHER.x 6f or 111 x 8 2 — 8d per support .. LB. POUND WIO WELDED WIRE MESH I" x 10" or wider 3 — Sd per support D ' . Dp°. D ° p 'D L.F. LINEAR FOOT X WITHOUT O D D p'.°....D D.�..�, 'p°....D.., p.O. p♦D D D'..D.. °Dp'..< ,...D° D D .D'°....D D a:D. D° ....D.,D.D D.: p♦'D D..°.D D _�.. • LVR. LOUVER YD. INDICATES TIMES OR BY Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailedqT 032421 �0 MAX. MAXIMUM YARD 3" on—center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall SECTION DIAGRAM ELEVATION DIAGRAM SOF NES MECH. MECHANICAL be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. MFR. MANUFACTURER When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to be reduced to 1 — 16d nail per foot. GENERAL NOTES: HOLD DOWN AND SHEAR CONNECTION CRITICAL PATH 1.)ANY ERRORS,OMMISSIONS,OR CONFLICTS FOUND IN ANY PART OF THESE CONSTRUCTION DOCUMENTS DESIGN CRITERIA: SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. 2.)WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE.DO NOT SCALE THE DRAWINGS. GROUND SNOW LOAD — 45 PSF. WEATHERING — SEVERE FIRST LEVEL — 40 PSF. L.L. FROST LINE DEPTH — 36" 3.)ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST EDITION UNIFORM BUILDING CODE AS ADOPTED AND LIVING AREAS — 40 PSF. L.L. TERMITE — MODERATE TO HEAVY ANY OTHER LOCAL,STATE AND NATIONAL CODES,ORDINANCES AND REQUIREMENTS GOVERNING THIS BEDROOMS — 30 PSF. L.L. DECAY — SLIGHT a CONSTRUCTION. WIND SPEED — 130 MPH 4.)VERIFY BOTH EXISTING AND FINISH GRADES WITH THE DRAWINGS. SEISMIC DESIGN CATEGORY — 8 ICE SHIELD UNDERLAYMENT REQUIRED — YES PLYWOOD SHEATHING 5.)VERIFY ALL BUILDING LOCATIONS AND CONC.PAD ELEVATIONS WITH THE DRAWINGS PRIOR TO PROCEEDING. 2 ; 6 STUD WALL STA 15-20 GAUGE 6.)VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE PROCEEDING.VERIFY ALL FIELD S-RAP TO STUD METAL STRAP @48" O.C. DIMENSIONS OF EXISTING CONDITIONS. DESIGN CRITERIA. 10 0 W/(4) 8d NAILS + 12" FROM EACH CORNER 7.)ALL DIMENSIONS AND NOTES SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME WRAP AROUND SILL PLATE. USE h h OPPOSITE HAND OR SIMILAR CONITIONS UNLESS OTHERWISE NOTED. DESIGN MANUAL FOR 1 + 2 FAMILY HOUSE — ENGINEERED DESIGN METHOD. 2 ,f 6 TREATED (4) 8d NAILS INTO SILL PLATE. SILL PLATE PROJECT: 8.)DETAILS SHOWN ARE TYPICAL.SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. 0 NAIL SHEATHING TO SILL 9.)ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS OTHERWISE NOTED. 10 10 0 B < 30 0 PLATE USING Sd NAILS @ 4" O.C. 10.)VERIFY ALL ARCHITECTURAL DETAILS WITH THE STRUCTURAL REQUIREMENTS BEFORE THE ORDERING ° ° ° (2) #5 REBAR CONTINUOUS Connell Residence OF OR INSTALLATION OF ANY ITEMS. °, °- a ERMITE SHIELD AND SILL SEAL. 11.)SKYLIGHT LOCATION AS SHOWN ON THE FLOOR PLANS SHALL BE CENTERED IN THE SPACE UNLESS WINDOWS - GLAZED OPENING GABLE R❑❑FS HIP R❑❑F S5/8" DIA. x 12"A.B. @48" OTHERWISE NOTED.ALL LIGHT FIXTURES ARE SHOWN ON THE ELECTRICAL PLANS. 10 0 � 0 PROVIDE 8d COMMON NAILS @ 4" O.C. O.C. — TYP. 12" FROM GRADE 6" MIN. BELOW 12.)VERIFY ALL PRODUCT DIMENSIONS WITH THE MANUFACTURER FOR PROPER FIT AND INSTALLATION. 10 < -0 30 AT HIGH PRESSURE ZONE. ,` TOP OF CONC. EACH CORNER. W/ FENOR WASHER. FOR NEW CONSTRUCTION EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING R 6 O.C. AT ALL OTHER PORTIONS OF THE ROOF TYP. >/ THE THE LARGE MISSILE TEST CERTIFICATION OF ZONE 11 ASTM E 1886-97 AND ASTM E 1996-99 DRAWING LIST OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED. NEW STRUCTURES ° LOCATED WITHIN ONE 1 MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING WATERPROOF ALL ( ) 1/2" EXPANSION SEAL . URFACES BELOW w ARCHITECTURAL:A-SERIES TO WIND ZONE 111, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING GRADE (TYP_771 .) I. TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. o Mattituck,NY -0 A 1.1 COVER SHEET 4" CONC. SLAB z A 1.2 SPECIFICATIONS h W/6X6 #10/#10 WWM DRAWING NAME: PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY A 2.0 DEMOLITION PLAN PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR a•'. 2" X 4" KEYWAY CONSTRUCTION A 2.1 FOUNDATION PLAN&FIRST FLOOR PLAN A OR— CLEAR SHIELD HURRICANE + SECURITY PANELS — 631 — 287 5060 a 10 D 45 O PORTIONS OF PANELS IN HIGH PRESSURE ZONES. a ' ' ' � < "` • ' � ' 8 — QUICK GUARD STORM PANELS. 631 — 287 5330 • DOCUMENTS A 3.1 ELEVATIONS OR A 3.2 ELEVATION&BUILDING SECTIONS C — PLYWOOD PANELS AS PER CODE NOTE : a = 4 FT. IN ALL CASES (2) #5 REBAR p D0. OBD D O:Da'O COVER SHEET GABLE R❑❑FS CONTINUOUS E 1.0 ELECTRICAL PLAN PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF 10 -B < 45 0 WIND DIAGRAMS ASTM E 1996 AND OF ASTM 1886. AS NOTED IN 2015 International Residential Code. XPC. FTG. SET ON UNDDISTURBED SOIL SET 36" BELOW GRADE DRAWING NUMBER: DRAWN BY: ACV SET: NAILING DIAGRAM FOR COMPONENT AND CLADDING PRESSURE ZONES FOUNDATION SECTION DIAGRAM CHECKED BY: ACV CD SCALE: 1411=1f-Ofl SHEET: CURRENT O 1 ISSUE DATE: 11-10-2006 SPECIFICATIONS ENERGY NOTES 31) Under the slab shall be placed 2" of sand over a vapor retarder — 29) TJI Joists to have solid blocking and web stiffeners, when above walls or BATT INSULATION Fortifiber "Moistop Ultra A" (www.fortifiber.com). Contractor verifies that he has posts sit directly above. R-30 @ ALL ROOFS AND CEILINGS. ADAM C. VOLOSIK ARCHITECT 1) This construction conforms to 2015 International Residential Code, and the reviewed the installation guide for this product. R-19 @ ALL EXTERIOR WALLS. GENERAL CONDITIONS 2015 International Energy Conservation Construction Code. 30) Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 230 joists and 360 R-21 @ ALL INTERIOR FLOORS r Road 32 Sub—grade preparation under slab — The existing sub— rade should be joists and 2x4 for 560. 1 8" a to be left at the to between stiffener 528 diold,oufli Y 11971 ) 9 P P 9 9 1 / gap P soutl,ota,NY 11971 1) The contractor is responsible for checking all dimensions and conditions on 2) Model Energy Code compliance method and inspection checklist, enclosed cleared of top soil and organic matter and stockpiled separately. Pronounced and flange of joist. 631.806.2537 the job. Where conditions prevent obtaining dimensions they should be using MECcheck software type Version 3.5 Release 1, REScheck Software. soft and hard spots should be excavated and refilled and compacted with a ROOFING: checked by engineer. soil similar to the surrounding soil. 31) Two or three Microlam LVL's shall be connected with 3 rows of 16d nails 1. ROOFING TO BE GAF TIMBERLINE NATURAL SHADOW SERIESOWNER TO APPROVE COLOR. 3) A minimum of I" air space shall be provided between the insulation and 12" O.C. Four Microlam LVL's shall be bolted with 2 rows of %" bolts @ 12" 2) Construction contractor and his subcontractors agree that in accordance roof sheathing. 33) Granular fill, such as gravel or a mixture of sand and gravel shall be O.C. EXISTING HOUSE SHINGLES TO BE REPLACED ON THE ENTIRE ROOF with generally accepted construction practices, construction contractor and his used as fill under the vapor barrier. If soil is disturbed, mechanical USE GAF LOW SLOPE ROOFING OVER PORCH ROOF subcontractors will be required to assume sole and complete responsibility for compaction to 95% relative compaction in soil lifts not exceeding 8". 32) Web stiffeners to be installed on cantilever TJI's @ support points. job site conditions during the course of construction of the project including CONCRETE SPECIFICATIONS EXTERIOR DOORS AND WINDOWS: safety to all persons and property and that this requirement shall be made to 34) Curing of concrete slabs open to the elements is to be done by keeping 33) Do not bevel cut I—Joist beyond the inside face of support. apply continuously and not be limited to working hours. Contractors agree to 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete the slab wet and at temperatures between 40 and 70 degrees F or using a 1. FURNISH AND INSTALL WINDOWS AND DOORS , SHOWN IN THE DRAWINGS, WITH A APPROPRIATE BLOCKING, ANCHORAGE, defend, indemnify and hold design professionals harmless from any and all unless otherwise noted. curing compound. liability, real or alleged, in connection with the performance of work on this 34) Full width engineered lumber can be substituted for (2) or (3) members AND HARDWARE, ETC. AS REQU'D. FOR A COMPLETE AND PROPER INSTALLATION. VERIFY of the some type lumber. ALL DIMENSIONS IN FIELD PRIOR TO ORDERING. project. 2) Footings below columns to be 24"x24"x12" unless otherwise noted. 35) No vehicles shall be placed on the slab until the 28 day strength is chitect/engineer if 3) All work performed by the contractors shall conform to the requirements of 3) Contractor to verify soil bearing capacity to be not less than 4000 PSF. hanger is not shown in drawings. Contractor verifies that achieved. 35) Hangers are shown on plan. Contractors to consult arr has reviewed DRYWALL: 9 9 local, municipal, state and federal laws as well as any other governing No footings or slabs are to be cast on uncontrolled fill, loose soil, organic „ THICK GWB. FOR WALLS & CLGS. UNLESS OTHERWISE NOTED. requirements, whether or not specified on drawings or in specifications. material, frozen ground, mud, clay or other unsuitable materials. If any of FRAMING NOTES Simpson Wood Construction Connectors catalog for fastening details. 1. DRYWALL TO BE 1/2 Contractor to be responsible for required inspection(s) of his work. these situations are present it should be brought to the attention of the 2. PROVIDE 1/2" THICC WONDERBOARD OR EQUAL @ ALL BATHROOMS 36) Contractor to provide roof ventilation net open area equivalent to 1/300 4) The contractors shall notify the architect/engineer immediately if he cannot engineer. 1) All framing lumber to be Douglas Fir #2 or better in an S—Dry condition. of the attic floor area provided a vapor retarder is installed on the warm side 3. PROVIDE 5/8" TYPE "X" FIRE RATED GWB. WHERE REQ'D. BY STATE CODE comply with the work called for on the drawings. 4 Contractor to verifyexisting and seasonal round—water level. If level is of attic ventilation. 9 9 2) All sill plates that sit on concrete to be double 2x6 pressure treated. PAINTING & FINISHING: within 2 feet of the bottom of the basement footing the architect/engineer Fastening of rim board to sill to be 10d toe nails 6" on center. 37) Contractor to provide crawl space ventilation openings to be not less than 5) The contractors shall notify the architect/engineer of any discrepancies should be contacted. between the drawings, notes, specifications and field conditions before to provide of the under floor area where a vapor retarder and openings placed 1. INTERIOR WALLS TO RECIEVE ONE COAT PRIMER AND 2 COATS LATEX, commencingan work and request clarification. 0 3) Termite shield shall be either copper or COP —R—TEX and extend 1 to provide cross ventilation. Ventilation not required when ground surface is BENJAMIN MOORS ('R EQUAL. Y q 5) Concrete shall be air—entrained with an air content not less than 5/ or minimum on each side of the concrete wall. Sill sealer to be used with this covered with an approved vapor retarder, the perimeter walls are insulated and 6) Contractor to verify new work with survey. more than 7%. product. the space is conditioned. COLORS TO BE SELECTED BY OWNER 6) Concrete slump shall not be more than 5". Engineer has approval to reject 4) Two rows of blocking to be installed every 4' along concrete walls where 38) Ceiling joists used or collar beams to be nailed with (8) 10d common 7) Contractor shall be responsible for cutting, fitting or patching to complete concrete if slump is larger than specified. the first floor joists are running parallel to the foundation wall. The plywood nails at the joist rafter connection unless otherwise shown. ELETRICAL: the work or make the parts fit together properly. floor is to be nailed into this blocking. 7) If concrete is delivered in an outdoor temperature lower than 40 degrees F 39) Floor to floor tension ties (Simpson CS 20 x 36") to be installed every 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR 8) The contractor shall be fully responsible for the removal or replacement of it should be heated to insure that it will arrive at the job site having a 5) Fastening of exterior plywood to rim joists (box beam) and double top 32" around house perimeter holding second floor studs to first floor studs 2. ALL WORK SHALL F INSTALLED IN ACCORDANCE WiTH ALL APPLICABLE damaged or defective material or poor workmanship. They shall replace or temperature of not less than 60 degrees F or greater than 85 degrees F. plates to be 2 rows of 8d nails 3" on center. Fastenin of I wood to double p 9 PY unless otherwise shown. Partially Enclosed Buildings to have floor to floor CODES AND REGULATIONS. repair as directed by the architect/engineer, all such damaged or defective „ materials, which shall appear within a period of two ears from the date of sill plate to be 3 on center staggered into each 2x member. tension ties every stud. Tension ties to be located on each side of door or pp P Y 8) If it looks as though the temperature of the ambient air will fall below , substantial completion of the job. freezing for 3 consecutive days, cold weather concrete specifications will need window openings over 4 and within 2 from all corners unless otherwise to be followed. Contact Engineer if this is going to occur. 6) Fastening of top and bottom plate on interior walls to be (2) 16d nails shown. (9) 8d nails to be installed at each end. PLUMBING: 9) The contractor(s) shall remove all rubbish, waste materials and surplus every 12". Top plate to be connected to ceiling joists or with blocking spaced materials that are a by—product of their work. 9) The addition of any admixtures to concrete shall be approved by the not more than 12" on center with (2) 16d nails every 12". 40) Double LVL's or dimensioned lumber shall be installed around all fireplace, 1. ALL WORK TO BE PERFORMED BY A LICENSED & INSURED CONTRACTOR Engineer. stair openings and skylights with connector hardware. 10) Contractors shall provide all necessary protection for his workers. 7) All deck ledgers to be Pressure treated 2x material. Ledgers to be 2. ALL WORK SHALL B- INSTALLED IN ACCORDANCE WITH ALL APPLICABLE 10) Two concrete strength test cylinders, 6" in diameter by 12" shall be attached with %" lag bolts 12" O.C. top and bottom and located not closer 41) Cathedral or vaulted ceilings to have air—venting baffles on underside of CODES AND REGULATIONS. 11) The construction drawings and specifications are supplied to illustrate the taken from each truck delivery unless otherwise approved by the Engineer. than 2" from top edge. roof running continuous from soffit to roof vent. design and the general type of construction desired and are intended to imply Compressive strength tests to be taken for each day's pour exceeding 5 the finest quality of construction, material and workmanship throughout. cubic yards. Two specimens to be tested @ 28 days. 8) All headers to be (2) 2x12 or (2) 1-3/4 x 11-7/8 microlams unless 42) All crickets to have minimum pitch of la' per foot. AC noted otherwise. 12 The contractors shall maintain a current and complete set of 43) Joist hangers shall be used on all flush headers. 1. ALL WORK TO BE P:RFORMED BY A LICENSED & INSURED CONTRACTOR ( ) p 11) All rebars to be grade 60 KS! steel and shall be free of rust, scale and construction drawings on the site during all phases of construction for use by dirt. 9) Double floor joists shall be located under alt parallel partitions unless noted 2. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE all trades. otherwise. Spacing between floor joists should allow for plumbing in plumbing 44) All framing on or near water should be fastened with hot dipped CODES AND REGULATIONS. 12) All rebars shall be securely tied in place and adequately supported. All walls. galvanized or stainless steel nails and fasteners. 3. INSTALLER TO VERiF( 1F THE NEW ADDITION CAN BE INCORPORATED INTO THE EXISTING 13) No changes or modifications to the work shall be made without approval rebar splices to be minimum 40 bar diameter. Rebar shall be continuous of the owner and/or architect/engineer. Failure to obtain this approval shall through corners with splices located not closer than 3' from corners. 10) All floor joists must be restrained at the ends to prevent rotation by 45) All exterior walls to be 2"X6" — 16" o.c. construction all SYSTEM OR MAKE A RECOMMENDATIONS FOR A NEW SYSTEM. cause the contractor or sub—contractor to assume full responsibility for either a rim joist, end blocking or joist hangers supporting the depth of the interior walls to be 2"X4" — 16" .c. construction 3 REVISED PERMIT SET 20 DECEMBER 2016 subsequent modification of the work required by owner or any regulatory 13) All footings are to have their rebar placed no closer than 3" to the joist. 2 PERMIT SET 13 DECEMBER 2016 authority. supporting soil. 46) All subfloors to be 4" T&G APA rated plywood. All wall sheating to be 1 PRICING SET 13 SEPTEMBER 2016 11) Floor plywood to be glued and nailed to floor joists 4„ on edges and 6„ 2” COX APA rated plywood. NO. ISSUANCE DATE 14) The architect/engineer assumes no responsibility for construction means, 14) No weight shall be placed upon footings or walls until 7 days after in field with 8d common nails. methods, techniques, sequences, or procedures or for safety precautions and placement as long as the concrete strength has reached 2500 psi or by FOUNDATION DRAINAGE & WATERPROOFING Pro conjunction were are no warranties, y eng9 p RELEASES ith the work. Thnor an s approval. 12 All walls over 8 high to be blocked @ mid—s an. progress in ineer merchantability of fitness, nor a specific use expressed or implied in the use Site to be sloped away from house }2” per foot for 10'. SEAL: of these plans. 15) Contractor to notify Engineer for inspection of all rebar work prior to 13) All post widths to be as wide or wider than multiple member width that placement of concrete. it is supporting. Foundation wall waterproofing to be Tuff—N—Dry �PE� ARCyjT Ceiling beam sizes may have to be increased for heavy storage attics. �� G,VOLO 14) 2x6 strong backs (2) on all ceiling joists 8' O.C. unless the ceiling is an STRUCTURAL STEEL 1) Wood frame dwellings to be designed in accordance with the 2015 16) Concrete pours over 9' shall be thoroughly consolidated by suitable means engineered floor !—joist. � � Q� International Residential Code. Wind speed to be used is 130 mph. during placement using a mechanical vibrator. P p � Code for fabrication to be American Institute of Steel Construction (RISC) 9th � 1 Exposure B category to be used for urban, suburban or wooded and Exposure 15) Splices of top plates shall not be closer than 6 . Studs to fall under all Edition. r C to be used for open and shoreline areas. Earthquake Use Group 1, Site 17) Back filling against foundation shall not take place unfit first floor is p q P splices, top and bottom. Studs to line up vertically with roof rafters wherever Class D, Seismic Design Category B. anchored to foundation. Backfill material shall be clean course sand. Q� 9 9 Y BEquipment used for backfilling shall not come closer to the wall than the possible. WINDOW & DOOR SPECIFICATIONS ox 03242" 2 These plans are designed to meet or exceed the requirements of the height of the backfill. qTF OF t4 p g q 16) All gable end walls to be balloon framed unless otherwise shown. Windows and doors are to meet or exceed the specifications 2015 International Residential Code. When building in other listed below: jurisdictions, variations or adjustments may be required. Verify an such 18) All footings to rest on virgin undisturbed soil. if soil is disturbed, j J Y q Y Y requirements with local code or enforcement officers. mechanical compaction to 95% relative compaction in soil lifts not exceeding 17) Exterior wall ply to cover roof top plate completely and be nailed with 8d re q 6„ common nails 3" on center, staggered into both the top and bottom plate. NFRC certified and labeled. 3) The architect/engineer's certification applies only to this plan's conformance 18 Alroof and wall plywood to be nailed with 8d nails 4D.C. on edges Window and Door Manufacturers Association (WDMA) 1.S.2. to the 2015 International Residential Code. 19) Concrete wall design assumes backfill is well drained. ) l ",� p Y g and 6 in the field unless otherwise noted. Nail heads shall not penetrate surface of plywood. Nail Guns need to be set to the proper pressure. California Energy Commissioners (C.E.C.) Air Infiltration Standards. 4) Glazed openings must be protected with glass, certified to meet the large 20) Anchor bolts to be 5/8" x 12" "J" shaped, hot dipped galvanized or p y p p p missile test (impact—resistant) or with structural shutters with attachment stainless steel located 4'on center unless otherwise noted and a maximum of 19) Exterior plywood shall be continuous over all plate to plate and plate to Maximum U—Factor rating of 0.27. hardware provided. 12" from all corners. Provide not less than two (2) anchor bolts on any one P rim board interfaces and may butt together at mid—depth on rim board. sill. Anchor bolts to have nut and washer tightened to sill. Washers shall be a Maximum Solar Heat Gain Coefficient of 0.26. 5) Electrical work shall conform to national electrical code (latest edition) and minimum of 3/16" x 3" x 3" square plate washers unless otherwise shown. Exterior plywood o run continuous from sill plate over rim joist to studs. "L" Bolts to be located down the center of the sill late. Deviation of more than shaped plywood to be placed around upper window and door corners. any applicable local codes. A minimum of one (1) smoke detector shall be � P �� Minimum Visible Light Transmittance Rating of 0.53. provided in bedroom areas and shall be hard wired and battery backup. 1 will not be acceptable. A hot dipped galvanized or stainless steel 5/8 x 20) Three rows of blocking to be installed every 4' along gable rake walls. 10" threaded rod can be substituted for anchor bolts by being epoxied into The plywood roof is to be nailed into this blocking. 2015 International Residential Code, Design Pressure (DP) rated 6) Contractor to verify all dimensions before starting. place using Simpson Acrylic Tie. for 130 miles per hour 3 second gust 21) All roof rafters to be connected to top plate with Simpson H2.5 or H2.5A for walls in zone 4 & 5 for exposure C (enclosed). All windows 7) if header sizes are not shown, contractor to contact architect/engineer. 21) Contractor to verify with owner if damp—proofing or waterproofing is to hurricane ties unless otherwise shown. Hip rafters to be tied to top plate with to achieve a minimum DP rating of 50. be provided on all foundation walls and footing base that comes in contact Simpson HCP4 (double hip) or HCP 1.81 (single hip). Note thet partially PROJECT: 8) Do not scale drawings. Follow dimensions only. with soil. enclosed structures shall use a Simpson H10 hurricane tie. Glazing that receives positive external pressure shall be impact resistant or protected with an impact resistant covering or 9 Contractor to verifyto architect ens ineer if lead based point, asbestos, 22) Provide (2) #5 rebars continuous reinforcing at top of all foundation walls. 1 „ building designed as a partially enclosed structure. Connell Residence / ,9 P 22) Interior shear walls to be / plywood both sides, nailed with Sd nails 3 mold or other hazardous substances are present before starting work. Set rebars into concrete with an embedment of 3 from the top and inside O.C. on edges and 6" in field with all edges blocked and nailed unless edge and the other bar 3" below the upper unless otherwise shown. otherwise noted. 10) Any alteration, repair addition or conversion to an existing dwelling requiring a building permit requiring a building permit requires that all 23) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3" 23) All exterior columns to have continuous galvanized metal straps from sleeping rooms in the house be upgraded with hard—wired and interconnected from soil and 4" from outside footing edge unless otherwise shown. girder below to girder above. Straps to be Simpson CS 16 and connected smoke alarms. with (11) lOd common nails each end. 24) (2) #5 rebars to be placed on all four sides of window and door 11) Contractor is responsible for all fl'ashings. openings and other large openings. Each end of the #5 rebar to extend 2' 24) Columns resting on concrete to be connected at the base concrete with a 12) Excavations deeper than 5' must be constructed according to OSHA beyond the opening. Simpson Post Base fastener and the top with a Simpson type Post Cap with (12) lOd nails each end. regulations. Soft or sandy soils must .have at least a 1:1 slope. Hard or 25) Stepped footing not to exceed 1' vertical for every 2' horizontal. Rebar Mattituck,NY compact soils must have at least 1:2 slope. to continue through stepped footings and bent through steps. 25) Bored or holes or notching in studs shall not exceed 25% of the stud 13) Grade property 5% in first 10' from the building. Elsewhere the site to 26) Pilasters to be 12" wide x 4 %" deep and contain (2) #5 rebars depth. if hole or notch is between 40% and 60% of the stud depth than the be sloped away at 2%. Foundation wall to extend a minimum 8" above rade. stud shall be doubled. DRAWING NAME: p y 9 vertically tied to footing rebar and top of wall rebar. Vertical bars to be 2" off inside edges and hooked back to rebars in footing and upper wall. 26) Contractor verifies that he has reviewed the installation guide for the CONSTRUCTION 14) Under slab areas — after the service lines have been installed, all plastic engineered wood products for this project. or copper lines should be properly bedded (clean fill, no rocks) and tested for 27) All steel columns to be bolted to footings. 27) First floor I joists to have (4) 10d nails installed in its' bottom flange to DOCUMENTS leaks prior to backfilling. All copper Innes should be checked for dents or the double 2x6 sill plate. abrasions and wrapped in split foam insulation. 28) Steel column top plate to be minimum 12" thick and cover all supporting SPECIFICATIONS 1members. Base plates to be 10" x 10" unless otherwise noted. 28) When engineered floor I—Joists are used, rim joists to the Timberstrand 5 All trades that are installiniin ction tape 12" above their work. Use under the slab must install color coded red for electric, blue for water, green 29) Concrete slab control joints to be 1/4"' depth of slab and not exceed 1-1/4' LSL rim board or 1 %" Microlam LVL. for sewer, yellow for gas and orange for phone%able. Mark location of new more than 25' center to center spacing. Joints should be laid out to form DRAWING NUMBER: work with color coded spray paint after trenches have been backfilled. floor panels as nearly square as possible not exceeding a ratio of 1-1/2 to DRAWN BY: ACV SET: 16) Copper joints will not be allowed u1. Joints can be either formed, tooled, saw cut or Zipstrip.nder the slab and must be placed in d CHECKED BY: ACV CD wall manifold. 30) Welded wire mesh should be positioned in the top 2" of the slab. Flat SCALE: 1/4"=11-0" SHEET: sheets to be used with an overlap of 1 . CURRENT 002 ISSUE DATE: 11-10-2006 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 PROPERTY LINE ZREMOVE EXIST. PATIO;7 SETBACK -----------------------------------------------i I I 1 I 1 i i I I i I I 1 I REMOVE DOOR PROPOSED DECK i &JAMB 1 I 1 I 1 1 I 1 I I PROPOSED I I SCREENED I 3 PERMIT SET 13 DECEMBER 2016 jPORCH PROPOSED 1 j — 2 ENGINEERING SET 13 SEPTEMBER 2016 STORY ADDITION 1 PRICING SET 13 SEPTEMBER 2016 t NO. ISSUANCE DATE I I RELEASES 1 1 j 1 I I 1 SEAL: 1 I j EXIST. HOUSE ; ,�t�P�D 0t i� ►I (UNALTERED) i G Lps����� i I I I ., 1 I i I 1 I L ---------- �� 03242� TF OF NES ® WALLS TO BE DEMOLISHED DEMOLITION NOTES: 1.ALL DEMOLITION TO BE DONE IN A LOGICL SEQUENCE 2. CONTRACTOR TO TEMPORARILY SUPPORT ALL FLOORS,WALLS AND ROOF FRAMING WHILE FRAMING RECONFIGURATION IS UNDERWAY. REPORT ALL EXISTING FRAMING DEFICIENCEIES TOO THE ARCHITECT IF FOUND. 3. CONTRACTOR IS NOT TO UNDERMINE ANY FOOTING OR FOUNDATION WALLS. 4. REMOVE ALL EXISTING GYPSUM WALL BOARD PROJECT: Connell Residence 1 . SITE PLAN 2. DEMOLITION PLAN 1/16"=l'-O" - Mattituck,NY DRAWING NAME: DEMOLITION PLAN SITE PLAN DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD SCALE: 1411=1,-0„ SHEET: PROJECT No 16-01 100 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 4'-1" 10'-1 1/2" 10'-101/2" 10'-1 1/2" 01 12'-0" '-21/2" EQUAL EQUAL '-31/2" CS 20 X 36 EVERY 32" O.C. lo TOP OF 1ST FLOOR SUBFLOOR USE WRAP STRP W/ GRACE 12" P.C. HANDRAIL ELEV. 0'-0" VYCOR IN CONTACT W/ SONOTUBE AS PER CODE PRESSURE TREATED WOOD 5/8" DIA. X 18" HOT DIPPED - - ZtNo�o� 1IIIL_ III —IIII— LIIII IIIIIII I - - - - - - -NNv- -rIIII I - -IIIIII — _ - -U ,N— I -- - - - _- - - - - — —iIIIIII II �►I►IIIII ; -----:-R-I- -_------- ----=I� -------_---�---'�--3 - --I- �\\ \�\\� a saa ° a. a a a GALVANIZED ALVANIZED A.B . ®4 8" O.C.. T_ (2) (2)2"X12"ACIDTYP. NOT MORE THAN 12" FROM EACH CORNERO Cy W/ 3x3x3/16" S0. WASHER z 2X10ACQ " Q X X2"X10"ACQ DEC K cF.J. @ 16 O.C. FF.J. O.C. F J6"Oha COP-R-TEX TERMITE SHIELD T X 04 TR 10" POURED CONCRETE WALL 2 x10 ACQ LEDGER aOI 01TED O�RAMiN I - ,2 2� 12 I 2'X10" og \- - - - - - - - - - - - BEAM POCKET $ 1( ) a 4 LVL \x � -M S ' WATERPROOF ALL SURFACES E Ex10BELOW GRADE W/ WARM N D CUSTOM WOOD iR , EGEC KIN0.-C.= ---- 6"Of. FRAMED SCREEN8 P.C.WALL 2"X10"ACQ COMPACTED CLEAN SANDW/8X16 P.C. F.J. @ 16"O.0FOOTING BACKFILL 3"X0 \ \/\\\ 9 Y2"-230 TJI'SFR '_AOL Ra 2" CONC. SLAB F.J. @ 16"O.C. \ >o J OOLLAR TIES TO BE BOLTED `� TO DOUBLED UP�' 5 I I I '� ROOF RAFTERS 4"X4"WD. POST � x ROO� �� � a I ^ WRAPPED W/1"X8' Cl) ------ --- - — �/a / a a a a 8 U FI( gtJ `I U 3 DIA. STEEL COL. III I PTD.WD. BOARDS — W/2 X2'X12 DEEP - - --- ,2x10 ACID LED ER °aa a o VAPOR BARRIER QBOLTED TO FRAMING P.C. FOOTING TIL_ _ —I XI _ aI jI -, s COMPACT SAND KEY WAY ----- X CRAWL SPACE ,: - --- ---- - -- - --- a, I N 2' P.C. SLAB I I �j ---- ------- NEW WD._) - -- _ - LOORING_ — _ --- qT _ W/#10/#10 6X6 W.W.M I FLOORING- 1) 1/2�H EXI — I I ail I I , II N - - - —---- -- - -- --_- --- --- CN1'-4" UNDISTURBED SOIL I I _ I I ch I REMOVE EXIST. I - -- J-11 1 CL:._' - -- -- �� FOUNDATION WALL CO I SLIDING BARN FOR ACCESS TO NEW I I 0 _ m---- DOOR&TRACK HARDWARE x - 4x61 A7F ---��; - O 2 TYP. FOUNDATION WALL BASEMENT I oM - -^� _! 3 PERMIT /LE. 1 1 2"=1°-0"13 DECEMBER 2016 BEAM POCKET I I 2 ENGINEERING SET 13 SEPTEMBER 2016 t±-T Z 1 PRICING SET 13 SEPTEMBER 2016 Q � NEW STEPS 0N0. ISSUANCE DATE � AS REQ'D BY CODE Q RELEASES FIRE RATED& SELF CLOSING SEAL: AS REQ'D BY CODE 0 AF? �O\� G.VOLO0 f QO '- 'k 1 . FOUNDATION PLAN FIRST FLOOR PLAN �I 03242 OQ �TFOF NE�� ANDERSEN EXT. - DOOR/ WINDOW SCH. ALL R.O. TO BE VERIFIED PRIOR TO CONSTRUCTION O QUAN TYPE MANUFACT'R & UNIT No. UNIT SIZE (WXH) ROUGH OPENING (WXH) REMARKS PROJECT: 1 1 DOUBLE HUNG ANDERSEN 400 SERIES-TW2832 - - Connell Residence 2 2 DOUBLE HUNG ANDERSEN 400 SERIES-TW21052 3 2 INSWING DR ANDERSEN 400 SERIES-FWH311611 4 1 MULLED DOUBLE HUNG ANDERSEN 400 SERIES-TW21052-3 MULLED UNITS 5 1 SLIDING DOOR ANDERSEN 400 SERIES-FWG160611-4 6 1 SLIDING DOOR ANDERSEN 400 SERIES-TBD REPLACEMENT UNIT-VERIFY RO - WINDOW NOTES: Mattituck,NY 1.)VERIFY SWINGS W/ELEVATIONS 2.)ALL GLASS TO BE HIGH PERFORMACE LOW E4-TEMPERED GLASS AS REQ'D BY CODE DRAWING NAME: 3.) EXTERIOR COLOR : MATCH EXIST PLANS 6.) INTERIOR FINISH:TBD 7.) HARDWARE:TBD DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD SCALE: 1/4'f=11-011SHEET: PROJECT No 16-01 • 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 NEV"kSPHALT-SHINGLE GAF TIMBERLIN NEW-ASPHALT-SHINGLE _NATURAL-SHADOW-SERIES - - AF TIM ERL1N ATtfRAL-SHADOW SERIES AZEK TRIM TO MATCH EXIST. O TRIM DIMENSIONS EW.SHINGLES fl-MATC-H EXISTIN O O - -------- --- AZEK RAILING SYSTEM AZEK TRIM BOARDS 1"X6"SPACED DECKING NORTH ELEVATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 1 a SCALE:1/4"=V-0" 3 PERMIT SET 13 DECEMBER 2016 2 ENGINEERING SET 13 SEPTEMBER 2016 1 PRICING SET 13 SEPTEMBER 2016 NO. ISSUANCE DATE RELEASES SEAL: - -- - -- D Roti, --- - ----- - --- - NEW-ASPHALT-SHIN C'. ��g PSG.VO4OS/ AFTIMBERLINE—__-- �SL�P ---- ---- Q' LINE OF -- - - ----- - - -- NATURAL-SHADOW SERIES n ROOF BEYOND aOF1NGBYG r— — _ * - 1 AZEK TRIM OF NE�yOQ BOARDS 4"X4"WD. POST WRAPPED W/1"X8 AZEK BOARDS Ll 1"X6"T&G CENTER MATCH O PTD. WD. SIDING AZEK RAILING � I I AZEK TRIM SYSTEM --- --- BOARDS AZEK TRIM BOARDS _--- 1"X6"SPACED - - - - - - - - - - - - - - - - - - - - - - - - - - - DECKING PROJECT: SOUTH ELEVATION Connell Residence 2 a SCALE:1/4"=1'-0" Mattituck,NY DRAWING NAME: EELVATIONS DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV CD SCALE: 1/4?1=11-0" SHEET: PROJECT No 16-01 3 . 1 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 NEW ASPHALT SHINGLE GAF TIMBERLINE NATURAL SHADOW SERIES LO SLOPE ROOFING BY-GAF NEIN-ASRHALT-SHING - —GAF TIMBERLINE NEW SHINGLES - NATURAL SHADOWSERI TO MATCH EXISTING — AZEK TRIM TO -- VrF MATCH EXIST. TRIM DIMENSIONS O O O O WRAPPED 1"X8 Lj 11 AZEK BOA 01 AZEK RAILING ! SYSTEM IEt7t-�7777t AZEK TRIM BOARDS 1"X6"SPACED I DECKING - — — — — — — — — — — — — — — — — — — — — LJ LJ LJ LJ LJ 1 WEST ELEVATION . SCALE:1/4"=1'-0" 3 PERMIT SET 13 DECEMBER 2016 2 ENGINEERING SET 13 SEPTEMBER 2016 1 PRICING SET 13 SEPTEMBER 2016 NO. ISSUANCE DATE RELEASES SEAL: �as0 ARC,y \g'� �C.VOZO �F * 1 032421 ��qrF OF NES yob NEW ASPHALT SHINGLE GAF TIMBERLINE 2"X10" RR @ 16"O.C. (3) 12"LVL NATURAL SHADOW SERIES W/8"CDX PLYWOOD RIDGE BEAM EW ASPHALT-SHINGLE GAF-TIMBERLINE NATURAL-SHADOW SERIES A3"X10" D-FIR COLLAR TIE 1"XE 'T&G PTD. G.W.B.. C IN TER MA C) P WD. SID It,C p N PROJECT: ao ALL TRIM 4'FLOORING TO Connell Residence TO MATCH EXIST.. MATCH EXIST. N 4'PLYWOOD O r - SUBFLOO o 8" P — 2"X10"ACQ FJ d 9 1/2"TJI'S @ 16"O.C. DROPPED BEAM � FOUND�I�"NO.C. WALL 00 L Mattituck,NY STEEL COL. L J 4" P.C. SLAB 8"X16" P.C. FOOTING DRAWING NAME: EELVATIONS DRAWING NUMBER: DRAWN BY: ACV SET: 2SECTION CD . SCALE:1/4"=1'-0" CHECKED BY: ACV SCALE: 1/4"=1'-0" SHEET: PROJECT No 16-01 •2 ADAM C. VOLOSIK ARCHITECT 528 South Harbor Road Southold,NY 11971 631.806.2537 LIGHT FIXTURE SCHEDULE No. DESCRIPTION MANUFACTURER No. LAM' REMARKS 6"ADJUSTABLE LIGHTOLIER AIR SEAL F1 RECESSED CEILING FINISH: WHITE 4"RECESSED LIGHTOLIER F2 CEILING QUAD RECEPTACLE FINISH: WHITE DECK WALL MOUNTED BY OWNER F3 RECEPTACLE F3 F3 UDER CABINET SLIQUE F4 T2 T2 FLOURESCENT 120V v-- F3 SWITCH I 4 SCREENED PORCDI SWITCH W/ DIMMER I 0 JUNCTION BOX I RECCESSED LIGHT I PROVIDE HDMI o WALL MNTD LIGHT CABLE HIGH ON --FAMILY R00 WALL FOR TV © CABLE - I - - - - - � - - - - SPK SPEAKER Irmi I PHONE I I F3 F3 I AC UNIT A CL. F2 F2 F2 F2 MUD ROOM 3 PERMIT SET 13 DECEMBER 2016 2 ENGINEERING SET 13 SEPTEMBER 2016 1 PRICING SET 13 SEPTEMBER 2016 NO. ISSUANCE DATE RELEASES SEAL: . QED A vo ,� S! � I 1 . FIRST FLOOR ELECTRICAL PLAN �T 032421 yp� qTF OF NES PROJECT: Connell Residence Mattituck,NY DRAWING NAME: ELECTRICAL DRAWING NUMBER: DRAWN BY: ACV SET: CHECKED BY: ACV u SCALE: 1/4"=1'-0" SHEET: PROJECT No 16-01 100